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37results about How to "Easy to dig out" patented technology

Building wall body 3D printing method and building 3D printing equipment

The invention provides a building wall body 3D printing method. A 3D printing sprayer head is used for printing a main wall body. When a pre-opening position of the main wall body begins to be printed, a supporting wall is printed in the pre-opening position of the main wall body with materials easy to dig out. After printing of the main wall body is finished, the supporting wall is dug out through a digging tool. The invention further provides building 3D printing equipment supporting the building wall body 3D printing method. The supporting wall is arranged in the pre-opening position, the printing materials of the supporting wall are easy to dig out later, the supporting wall has a supporting function in the printing process of the wall body, and after printing is finished, the digging tool can be used for directly digging out the supporting wall portion. The building wall body 3D printing method is convenient and rapid to operate, is low in cost, lowers the construction cost and greatly improves the construction progress. In addition, coloring pigments convenient to differentiate are added into the printing materials of the supporting wall, and thus the digging boundary can be rapidly determined in digging operation, and the construction speed is improved.
Owner:BUILDERA CONSTR TECH SHANGHAI CO LTD

Grouting slurry for reinforcing tunnel face of jacking culvert of fine-sand layer and grouting method

The invention provides grouting slurry for reinforcing the tunnel face of a jacking culvert of a fine-sand layer and a grouting method. When the jacking frame culvert is reinforced by a pipe curtain and the tunnel face needs to keep self-stabilization at certain slope ratio, the diluted water glass and prepared calcium chloride solution are sequentially adopted for horizontal grouting reinforcement by a modified perforated-pipe grouting technology; and the unconfined compressive strength of the reinforced soil body can reach 100-500kPa, and the slope ratio required by the blade feet of the jacking culvert can be realized. Compared with the reinforcement by chemical slurry and high-pressure jet grouting, the grouting method is safe and stable; compared with the reinforcement by superfine cement grouting, the spreading range is large, the strength after reinforcement can meet the requirement on slope ratio stability, the excavation is easy, the construction is convenient, and the construction cost is reduced by more than half; meanwhile, by adopting the grouting technology provided by the invention, sectional grouting can be realized, the pipeline is not blocked easily, and an aim of dominant permeation of slurry in the dense fine-sand layer is achieved; and a slurry plug is not arranged at the lower end but the upper part, the grouting range is expanded, and the grouting effect is relatively good.
Owner:中铁四院集团工程建设有限责任公司

Construction method for converting three-step seven-step method to middle rock column method of ultra-large section tunnel

The invention discloses a construction method for converting a three-step seven-step method to a middle rock column method of an ultra-large section tunnel. The construction method comprises the following steps that firstly, the three-step seven-step method is used for excavation to a to-be-converted excavation area, the to-be-converted excavation area is then subjected to regional division usingthe middle rock column method, the to-be-converted excavation area is sequentially divided into left and right side guide pits and middle rock columns, the guide pits on the left side and the right side still be continuously advanced by a three-step method in the advancing and converting process of the construction method, the right guide pit is advanced by changing the leading-out guide pit intothe leading-in guide pit, the middle three-step core soil is gradually folded to form a middle rock column support body, after the construction method is converted, the guide pits on the left side andthe right side still be continuously advanced by the three-step method, and the middle three-step core soil is folded to form the middle rock column support body in the same section. In the double-hole middle rock column method, guide holes on two sides are excavated firstly and are subjected to initial support and temporary support, the middle rock column is reserved to support the upper load, and the settlement amount is reduced. Finally, the middle rock column is removed, and an arch part of the operation and an inverted arch initial support are applied to form a closed support.
Owner:中铁二院贵阳勘察设计研究院有限责任公司 +1

Safe soil on-site remediation integrated device

The invention discloses a safe soil on-site remediation integrated device. The invention belongs to the field of soil remediation. The device comprises a moving vehicle, a telescopic rod is arranged at the front end of the moving vehicle, a coulter is mounted at the bottom end of the telescopic rod, a rotating platform is arranged on the moving vehicle, a mechanical excavating arm is arranged on alifting column, an excavator bucket is mounted on the mechanical excavating arm, a treatment box is arranged on the moving vehicle, a partition plate is arranged in the treatment box, a water tank isarranged on the side wall of the treatment box, a water pipe is arranged on the water tank, a spraying disc is arranged at the outlet end of the water pipe, a sterilizing lamp is arranged on the inner wall of the treatment box, a strain adding pipe is arranged at the top end of the treatment box, an air injection tank is installed on the moving vehicle, a rotary drum is arranged in the treatmentbox, and multiple overturning plates are evenly arranged on the outer wall of the rotary drum. Office remediation is directly carried out on site, soil does not need to be dug out and transported, intermediate steps are saved, time and labor are saved, the soil remediation effect and efficiency are improved, harmful substances in soil are conveniently removed, soil remediation is facilitated, safety is improved, and use is convenient.
Owner:默晓辉

Stepped supporting method for soft soil foundation pit

ActiveCN109826201AAdd supportSave empty pile engineering volumeExcavationsBulkheads/pilesSoil treatmentSheet pile
The invention discloses a stepped supporting method for a soft soil foundation pit. The method is characterized by comprising the steps that a, original ground natural unprotected open cut excavationis performed to from a first-stage platform, and first-stage steel sheet piles are vertically inserted in the circumferential direction of the foundation pit on the first-stage platform; b, inward excavation is performed continuously from the inner side faces of the first-stage steel sheet piles to form a construction platform, and a stirring pile drilling machine is controlled to construct stirring piles on the construction platform in a mode that the upper portion is hollow and the lower portion is solid; c, whole excavation is carried out from the outside to the inside in sequence on the construction platform, so that the hollow portions above the solid portions of all stages of the stirring piles are excavated to form the platforms, and the steel sheet piles are vertically inserted inthe positions, close to the solid piles, of the outer sides of all the platforms until excavation is performed to be flush with the elevation of the foundation pit. The stepped supporting method for the soft soil foundation pit has the advantages that firstly excavation is carried out to form the construction platform, the construction platform and the stirring piles of which the lower portions have hollow portions make the effective pile length can reach a deeper soft soil treatment range, and the requirements for stable supporting of the 10-meter-deep foundation pit are achieved.
Owner:HUBEI PROVINCIAL WATER RESOURCES & HYDROPOWER PLANNING SURVEY & DESIGN INST

Cast-in-place kerbstone for reserved replacement of asphalt concrete pavement and construction method

ActiveCN108625249AImproving the construction quality of filling and rollingGuaranteed structural sizePaving gutters/kerbsRoads maintainenceCrushed stoneRoad surface
The invention relates to cast-in-place kerbstone for reserved replacement of an asphalt concrete pavement. The cast-in-place kerbstone comprises a reserved groove mold, a gravel dense screen bag, a lightweight rib separating block, a cast-in-place slip form system, the cast-in-place kerbstone and the asphalt concrete pavement. A cement stabilized macadam foundation is arranged on a subbase course,wherein a kerbstone indwelled groove is excavated on the cement stabilized macadam foundation by a separator kerbstone mould; in addition, a indwelled groove mold is arranged in the kerbstone indwelled groove; the lightweight rib separating block and the gravel dense screen bag are arranged in the indwelled groove mold; the cement stabilized macadam foundation is sequentially provided with a coarse-grained asphalt concrete layer and a fine-grained asphalt concrete layer from bottom to top. According to the cast-in-place kerbstone for the reserved replacement of the asphalt concrete pavement,disclosed by the invention, by adopting slip-form construction for the kerbstone, the construction method has the advantages of high construction speed, less required labor and no prefabricated site;the paved kerbstone has high integral structural strength and smooth and beautiful linetype.
Owner:HANGZHOU JIANGRUN TECH LIMITED

Retaining device for prevention and control of water soil erosion

The invention discloses a retaining device for prevention and control of water soil erosion, and belongs to the field of soil and water conservation. The retaining device comprises a plurality of groups of side plates, cross plates and blocking meshes, the multiple groups of the side plates constitute a plurality of 'mouth' shapes, the multiple groups of cross plates are arranged between the side plates, and the cross plates are provided with through holes. According to the retaining device, soil is separated in to a plurality of small pieces through the side plates, the cross plates and the blocking meshes, water soil erosion is avoided through the cross plates and the blocking meshes, water is convenient to permeate through the through holes, the situation that the soil is taken away when water flows is avoided, erosion of the soil is reduced, moving of the transverse soil is reduced through the blocking meshes, meanwhile rooting of planted plants is convenient, growth of the plants is facilitated, the retaining device is convenient to replace and maintain, the using cost is reduced, using is convenient, meanwhile, plants with the drought enduring performance or developed roots can be planted in the filled soil according to the actual situation, water soil erosion is further assisted to be reduced, environment protection is improved, and using is convenient.
Owner:NORTH CHINA UNIV OF WATER RESOURCES & ELECTRIC POWER

Over-crossing existing subway tunnel between-pile soil clearing method

The invention discloses an over-crossing existing subway tunnel between-pile soil clearing method. The over-crossing existing subway tunnel between-pile soil clearing method comprises the following steps of: firstly, arranging an shock absorbing elastic support between two adjacent isolating piles; vertically arranging a plurality of pre-cracking drill holes surrounding each isolating pile; dividing the between-pile soil surrounding each isolating pile into a stable region and an unstable region; finally carrying out layered excavation on the between-pile soil in the unstable region by adopting machinery; and carrying out layered excavation on the between-pile soil in the stable region by adopting manpower. By utilizing vibration wave transmission theory and arranging the shock absorbing elastic support, the over-crossing existing subway tunnel between-pile soil clearing method disclosed by the invention realizes effective absorption of disturbance and vibration generated in excavation, reduces the disturbance to the isolating piles, damages the integrity of the between-pile soil by forming the pre-cracking drill holes surrounding the isolating piles so that the between-pile soil in the stable region can be conveniently removed in an excavation way and partial vibration wave generated in excavation in the unstable region is effectively absorbed, greatly reduces the disturbanceto the isolating piles and over-crossing existing tunnel surrounding rock in an excavation process by adopting machinery and manpower in combination with excavation, realizes high safety and simple operation, and spends a short time.
Owner:XI'AN UNIVERSITY OF ARCHITECTURE AND TECHNOLOGY

Chinese chives root digging machine

A Chinese chives root digging machine comprises an engine, a power transmitting device, a walking mechanism and a working mechanism, wherein the engine is arranged on a machine frame of the walking mechanism, the working mechanism is arranged on a working machine frame, the working machine frame is fixed to the lower portion of the machine frame of the walking mechanism, the engine is connected with the power transmitting device, the power transmitting device is connected with the walking mechanism and the working mechanism, the working mechanism comprises a gate knife, a chain sieve and a vibrating screen, the gate knife is driven by the power transmitting device to cut into the soil and dig out Chinese chives roots, dug Chinese chives roots are transmitted to the vibrating screen through the chain sieve, soil on the Chinese chives roots is shaken off through vibration of the vibrating screen, the gate knife comprises a plurality of knife bodies and a knife shaft, each knife body is of a thin long plate shape, the lower end face of each knife body is a horizontal face, the upper end face of each knife body is an inclined face, the upper end face of each knife body and the lower end face of each knife body form a shape with the tip sharp and the width being gradually increased from the front side of each knife body to the back side of each knife body, the rear end of each knife body is fixed on the knife shaft, and the plurality of knife bodies are arranged parallel to one another at intervals. The Chinese chives root digging machine can dig out the Chinese chives roots through a mechanical operation method.
Owner:徐州巧力威新型机械厂(普通合伙)

A kind of grouting slurry and grouting method for the reinforcement of fine sand layer jacking into culvert face

The invention provides grouting slurry for reinforcing the tunnel face of a jacking culvert of a fine-sand layer and a grouting method. When the jacking frame culvert is reinforced by a pipe curtain and the tunnel face needs to keep self-stabilization at certain slope ratio, the diluted water glass and prepared calcium chloride solution are sequentially adopted for horizontal grouting reinforcement by a modified perforated-pipe grouting technology; and the unconfined compressive strength of the reinforced soil body can reach 100-500kPa, and the slope ratio required by the blade feet of the jacking culvert can be realized. Compared with the reinforcement by chemical slurry and high-pressure jet grouting, the grouting method is safe and stable; compared with the reinforcement by superfine cement grouting, the spreading range is large, the strength after reinforcement can meet the requirement on slope ratio stability, the excavation is easy, the construction is convenient, and the construction cost is reduced by more than half; meanwhile, by adopting the grouting technology provided by the invention, sectional grouting can be realized, the pipeline is not blocked easily, and an aim of dominant permeation of slurry in the dense fine-sand layer is achieved; and a slurry plug is not arranged at the lower end but the upper part, the grouting range is expanded, and the grouting effect is relatively good.
Owner:中铁四院集团工程建设有限责任公司

A kind of planting method of lotus root

The invention discloses a method of planting lotus root. The method of planting the lotus root comprises the following steps of (1) selection of a lotus root field; (2) construction of a lotus root pond; (3) selection and processing of lotus seeds; (4) planting; (5) field managing: A, germination period; B, vigorous growth period; C, lotus root growth period; (6) water management; and (7) harvesting. The method of planting the lotus root is simple and easy to implement and can significantly increase the yield of the lotus root; the lotus root obtained by using the method is crisp and tender and has lots of moisture and good taste; by using a lotus root cultivation substrate, the application of chemical fertilizers is significantly reduced, the quality of the lotus root is effectively improved, the cost is reduced, and at the same time, the harm to the environment is reduced. According to the lotus root cultivation substrate, through the reasonable addition of bone powder and eggshell powder, phosphorus can be effectively supplemented in original soil; through the addition of green manure, nitrogen fertilizer and potash fertilizer are supplemented; the addition of vermiculite in thelotus root cultivation substrate can increase the permeability of the substrate, is conducive to the growth of the lotus root, and at the same time facilitates the digging out of the lotus root in the later period.
Owner:云南丰圣生物科技有限公司

Method for 3D printing building walls and equipment for 3D printing buildings

The invention provides a building wall body 3D printing method. A 3D printing sprayer head is used for printing a main wall body. When a pre-opening position of the main wall body begins to be printed, a supporting wall is printed in the pre-opening position of the main wall body with materials easy to dig out. After printing of the main wall body is finished, the supporting wall is dug out through a digging tool. The invention further provides building 3D printing equipment supporting the building wall body 3D printing method. The supporting wall is arranged in the pre-opening position, the printing materials of the supporting wall are easy to dig out later, the supporting wall has a supporting function in the printing process of the wall body, and after printing is finished, the digging tool can be used for directly digging out the supporting wall portion. The building wall body 3D printing method is convenient and rapid to operate, is low in cost, lowers the construction cost and greatly improves the construction progress. In addition, coloring pigments convenient to differentiate are added into the printing materials of the supporting wall, and thus the digging boundary can be rapidly determined in digging operation, and the construction speed is improved.
Owner:BUILDERA CONSTR TECH SHANGHAI CO LTD

Hydraulic cutting device and gas extraction pipe cutting method

The invention discloses a hydraulic cutting device and a gas extraction pipe cutting method. The hydraulic cutting device comprises a high-pressure water pump, a drill rod used for being inserted into a gas extraction pipe, a hydraulic cutting head detachably connected with the head of the drill rod and a supporting base used for supporting the tail of the drill rod. The hydraulic cutting head comprises a cutting head shell, a nozzle and a rolling bearing used for being supported between the cutting head shell and the gas extraction pipe. According to the hydraulic cutting device and the gas extraction pipe cutting method, the hydraulic cutting head can be driven by the drill rod to rotate in the gas extraction pipe, high-pressure water is supplied to the hydraulic cutting head through the high-pressure water pump, the high-pressure water is sprayed out from the nozzle of the hydraulic cutting head, and therefore the annular pipe wall of the gas extraction pipe can be annularly cut; the device is simple, convenient and fast to operate, effectively realizes the cutting work of the gas extraction pipe in the coal seam, and is convenient for the heading machine to dig out the second crossheading (small coal pillar crossheading) of the coal pillar.
Owner:SHENHUA SHENDONG COAL GRP +1

Flower freshness retaining pipe

The invention discloses a flower freshness retaining pipe which comprises a sleeve and a top cover mounted at the top of the sleeve, wherein a taproot cylinder is connected with the bottom of the sleeve; a first rotary disc and a second rotary disc are fixed on the surface of the taproot cylinder; a first rotating handle is mounted in the middle of the first rotary disc through a rotary disc shaft; the rotary disc shaft of the first rotary disc is in transmission connection with a left hinge through a steel wire; the bottom of the left hinge is movably connected with a left straight knife bottom cover; a second rotating handle is mounted in the middle of the second rotary disc through another rotary disc shaft; the rotary disc shaft of the second rotary disc is in transmission connection with a right hinge through another steel wire; and the bottom of the right hinge is movably connected with a right straight knife bottom cover. The flower freshness retaining pipe has the following advantage: through arranging the sleeve, flowers can be stored in the sleeve, then, the flower root system is protected through two types of taproot cylinders and fibril cylinders matched with flowers, the root system of the flower can be directly digged out of a pot and is finally transported in a sealing manner.
Owner:颜晓燕

A kind of stepped support method for foundation pit in soft soil

ActiveCN109826201BAdd supportSave empty pile engineering volumeExcavationsBulkheads/pilesSoil treatmentStructural engineering
The invention discloses a stepped supporting method for a soft soil foundation pit. The method is characterized by comprising the steps that a, original ground natural unprotected open cut excavationis performed to from a first-stage platform, and first-stage steel sheet piles are vertically inserted in the circumferential direction of the foundation pit on the first-stage platform; b, inward excavation is performed continuously from the inner side faces of the first-stage steel sheet piles to form a construction platform, and a stirring pile drilling machine is controlled to construct stirring piles on the construction platform in a mode that the upper portion is hollow and the lower portion is solid; c, whole excavation is carried out from the outside to the inside in sequence on the construction platform, so that the hollow portions above the solid portions of all stages of the stirring piles are excavated to form the platforms, and the steel sheet piles are vertically inserted inthe positions, close to the solid piles, of the outer sides of all the platforms until excavation is performed to be flush with the elevation of the foundation pit. The stepped supporting method for the soft soil foundation pit has the advantages that firstly excavation is carried out to form the construction platform, the construction platform and the stirring piles of which the lower portions have hollow portions make the effective pile length can reach a deeper soft soil treatment range, and the requirements for stable supporting of the 10-meter-deep foundation pit are achieved.
Owner:HUBEI PROVINCIAL WATER RESOURCES & HYDROPOWER PLANNING SURVEY & DESIGN INST

Reservation and replacement of cast-in-place curb stones on asphalt concrete pavement and its construction method

ActiveCN108625249BImproving the construction quality of filling and rollingGuaranteed structural sizePaving gutters/kerbsRoads maintainenceStructural engineeringRoad surface
The invention relates to cast-in-place kerbstone for reserved replacement of an asphalt concrete pavement. The cast-in-place kerbstone comprises a reserved groove mold, a gravel dense screen bag, a lightweight rib separating block, a cast-in-place slip form system, the cast-in-place kerbstone and the asphalt concrete pavement. A cement stabilized macadam foundation is arranged on a subbase course,wherein a kerbstone indwelled groove is excavated on the cement stabilized macadam foundation by a separator kerbstone mould; in addition, a indwelled groove mold is arranged in the kerbstone indwelled groove; the lightweight rib separating block and the gravel dense screen bag are arranged in the indwelled groove mold; the cement stabilized macadam foundation is sequentially provided with a coarse-grained asphalt concrete layer and a fine-grained asphalt concrete layer from bottom to top. According to the cast-in-place kerbstone for the reserved replacement of the asphalt concrete pavement,disclosed by the invention, by adopting slip-form construction for the kerbstone, the construction method has the advantages of high construction speed, less required labor and no prefabricated site;the paved kerbstone has high integral structural strength and smooth and beautiful linetype.
Owner:HANGZHOU JIANGRUN TECH LIMITED
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